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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/3891
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dc.contributor.authorSingh, Shamsher Bahadur-
dc.date.accessioned2021-12-07T05:27:54Z-
dc.date.available2021-12-07T05:27:54Z-
dc.date.issued1998-
dc.identifier.urihttps://www.koreascience.or.kr/article/JAKO199821349886496.page-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3891-
dc.description.abstractThe objective of the present work is to estimate the strength and failure characteristics of symmetric thin square laminates under negative shear load. Two progressive failure analyses, one using the Hashin criterion and the other using a Tensor polynomial criterion, are used in conjunction with the finite element method. First-order shear-deformation theory along with geometric nonlinearity in the von Karman sense has been incorporated in the finite element modeling. Failure loads, associated maximum transverse displacements, locations and modes of failure including the onset of delamination are discussed in detail; these are found to be quite different from those for the positive sheer load reported in Part I of this study (Singh et al. 1998).en_US
dc.language.isoenen_US
dc.publisherKorea Institute of Science and Technology Informationen_US
dc.subjectCivil Engineeringen_US
dc.subjectProgressive failureen_US
dc.subjectLaminated plateen_US
dc.subjectFailure criteriaen_US
dc.subjectIn-plane negative shearen_US
dc.titleProgressive failure of symmetric laminates under in-plane shear: Il-Negative shearen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

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